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HomeMy WebLinkAboutDWG 533-7A; MS 2021-0002; JUNIPER BEACH HOMES; 01-08AM DocuSlgn Envelope ID: CD5BAAD9-653A-49D5-B11E-DFCAB27225A9 GRADING NOTES STREET NOTES V WORK TO BE DONE (INADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, CARLSBAD MUNICIPAL CODE.) GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER 'R" VALUE TESTS HAVE BEEN CONDUCTED BY A DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PLANS AS REQUIRED FOR THIS VvVRK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. PROFESSIONAL ENGINEER OFTHE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS INTHE FIELD PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 29. V;HERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW ~~~SITE REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR l'V'\IVE ANY PORTION OF THE AND APPROVAL A MINIMUM OF 1WO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY BY THE CITY ENGINEER. POINTS AND HAND-HOLES SHALL BE SHOWN ON THE ''AS-BUILT' PLANS. NO DIRECT BURIAL STREET LIGHT f<,~"t-1/ THE GRADING VIORK SHALL BE PER.FOR.MED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, PERTAIN TO THIS PROJECT THE ENGINEER IN RESPONSIBLE CHARGE SHALL FOUNDATIONS WILL BEALL WM/NA/RES SHALL BE ''CUTOFP' TYPE ALLOWED. CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. REVISE THESE PLANS V;HEN NON-CONFORMANCE IS DISCOVERED. 30. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, ~<?' 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING CROSS GUTTERS OR SURFACING OF STREETS. Q ,,),0 <rz / ~~ 1. CARLSBAD MUNICIPAL CODE 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK 4. V>A-IERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF <2z. /~ 0f-2. CITY OF CARLSBAD ENGINEERING STANDARDS PERMIT CONDITIONS DATED NIA DISCOVERED DUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTI.X BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHERAREAS THE 3. THIS SET OF PLANS 9. ENVIRONMENTALAPPROVAL DOCUMENTS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 31. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOII\? AT LEAST 2 FULL VIORKING PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. di,>. ~ ~~~ 4. RESOLUTION NO 7424 DATED 9/15/2021 DATED NIA 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FORANY DAYS PRIOR TO STARTING GRADING NEAR THEIRFACILITIESANDSHALLCOORDINATETHEWORKWITHA 5. V>A-IEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIAADMINISTRATIVE \_ /Ou>,>./~~ ~ 5. THE STANDARD SPECIFICATIONS FOR PUBLIC 10. STORM MTER POLLUTION PREVENTION PLAN (TIER 2) WORK IN THE PUBLIC RIGHT OF WAY PRIOR TO PERMIT ISSUANCE, A COMPANY REPRESENTATIVE. CODE. VvVRKS CONSTRUCTION (GREEN BOOK) PREPAREDB\': PLSA , SEE SHEETS 5~. CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE 6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL 6. SO/LS REPORT AND RECOMMENDATIONS BY 11. STORM WATER QUALITY MANAGEMENT PLAN FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER 'O / I GE/INC.: JOB NO. 2(}.13022 DATED 1ll/21 PREPARED B\': NIA DATED: NIA PER.MITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH UNDERGROUND SERVICE ALERT (DIG ALER1) (800) 422-4133 I 811 SDRSD DV\13 M19. ~ 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP OCCURRANCE OF LIABILITY THE INSURANCE COMPANY WRITING THE POLICY MUST SDG&E (800) 411-7343 B. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD CONSTRUCT/ON HANDBOOK AND CAL TRANS HAVE A RATING OF ''A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII AT&T (619) 237-2787 PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. STANDARDS. CONSTRUCTION SITE BMP MANUAL SPECTRUM CABLE (800) 227-2600 ' OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER/NG INSPECTOR. COX COMMUNICATIONS (619)262-1122 5. NO VIORK SHALL BE COMMENCED UNTILALL PERMITS HAVE BEEN OBTAINED FROM CITY OF CARLSBAD (STREETS & STORM DRAIN) (760) 434-2980 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WAT1) HIGH EFFICIENCY 'AS MODIFIED BY CITY OF THE CITY AND OTHER APPROPRIATE AGENCIES. CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) (760) 438-2722 INDUCTION LIGHTS. CARLSBAD STANDARDS 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY LEGEND v\ORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 32. PERMIT COMPLIANCE REQUIREMENTS; BASIS OF BEARINGS VICINITY MAP DESCRIPTION STD. SYMBOL gUANTITY 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, THE BASIS OF BEARINGS FOR THIS MAP IS THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE N.TS. PROPERTY BOUNDARY --OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, 6, EPOCH 1991.35, GRID BEARING N 66'04'32" E BETWEEN STATION "CLSB-141" AND STATION "CLSB-119" AS APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120A.8} SAID STATIONS ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NE'TWORK PER RECORD OF OWNER'S CERTIFICATE CENTERLINE OF ROAD -CARLSBAD MUNICIPAL CODE. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, SIGNED BY THE CITY ENGINEER. B. PRIOR TO COMPLETION OF GRADING WORK -THE FOLLOWING 2002. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL ADJACENT PROPERTY LINE ------- 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED PUBLIC RIGHT-OF-WAY BY THE ENGINEER-OF-WORK PRIOR TO FINALACCEPTANCE OF THE WORK BY THE MUNICIPAL CODE: SOURCE OF TOPOGRAPHY SWQMP, I (WE) ALSO AGREE A QUALIFIED SWQMP PRACTITIONER QSP HAS BEEN OR WILL BE CITY 10.ACCESS FOR FIRE ANDOTHEREMERGENCYVEHICLESSHALL BE MAINTAJNED TO /1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD SURVEY METHODS FROM RE'TAINED TO SUPERVISE IMPLENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA SETBACK LINE THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING INFORMATION GATHERED ON; NOVEMBER 3, 2020 CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST VERSION. AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY B\': PASCO, LARET, SUITER &ASSOCIATES ["""'"'"'., EXISTING CONTOUR LINE 64 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED COOEAND THE APPROVED PLANS (OBTAJN SAMPLE OF COMPLIANCE TOPOGRAP,HY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. f,::".. . ,Q'-. 4/15/2022 OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION LETTER FROM CITY ENGINEERING DEPARTMENT). .... PROPOSED CONTOUR LINE 64 CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF (2) AS-BUILT GRADING PLAN. SIGNATURE DATE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS /3) REPORT FROM THE SOILS ENGINEER, VVHICH INCLUDES PROPOSED FLOWLINE . . ... MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN TWO VIORK/NG DAYS OF THE COMPLETION OF FIELD TESTS. RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO PROJECT LOCATION KEVIN DUNN FOR: RREG INVESTMENTS SERIES LLC, SERIES /039 THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF PROPOSED DIRECTION OF FLOW 12. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING FIELD AND LABORATORY TESTS. T.HE REPORT SHALL ALSO THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 204-240-32-00 ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE PROPOSED 6''X16" PCC FLUSH CURB SDRSDG-1 325LF PRIOR TO THE ISSUANCE OF A BUILDING PERM/I ALL CONTROLLED GRADING GRADING MS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 358 E 1655 PROJECT ADDRESS SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE RECOMMENDATIONS OUTI.INED IN THE PRELIMINARY SOILS REPORT PROPOSED 6" PCC CURB & GUTTER SDRSDG-2' 90LF STATE OF CALIFORNIA PRINCIPALLYDOING BUSINESS IN THEFIELDOFAPPLIEO 295 JUNIPERAVENUE SOILS MECHANICS. ALL FILL OR FUTURE FILLAREAS SHALL BE CONSTRUCTED IN AND ANY SUPPLEMENTS THERETO. ADDRESS; 295 JUNIPER AVENUE, CARLSBAD, CA 92008 CARLSBAD, CA 92008 ABBREVIATION LEGEND ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE APN: 204-24(}.32-00 PROPOSED SAl'£UT OF EXISTING I I I 100LF "EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS CITY BW = BOTTOM OF VIVILL ELEVATION PAVEMENT INVESTIGATION. DAJLY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE (5) PERMANENT STRUCTURAL BMP INSTALLATION CERTIFICATE. EARTHWORK gUANTITIES EG = EXISTING GRADE PROJECT INSPECTOR. /6) PERMITTED VIVILL FINAL INSPECTION REPORT REFERENCE DRAWINGS FS = FINISHED SUR.FACE PROPOSED STEM 1111'\LL PER SEPARATE k?\2\X x >< SJ 13. A PRECQNSTRUCVON MEETING SHALL BE HELD AT THE SITE PRIOR TO 11-fE cur 45 CY IMPORr 145 CY FG = FINISHED GRADE ARCHITECTURAL PLAN 33. UNLESS A GRADING PER.MIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S DWG 117-2 DV\13 360-5 BEGINNING_ OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES FILL: 190 CY EXPORr 0 CY DWG 129-1 DV\13481-2 FL = FLOWLINE RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE FF= FINISHED FLOOR PROPOSED PCC PAVEMENT SDRSDG-7' I . . . I 600SF ASPECTS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION REQUIRED FOR ANY SUCH RECHECK. REMEDIAL: 780 CY DWG131~ DV\13484-6 GF = GARAGE FACE MEETING BY CALLING THE INSPECTION LINEAT (760) 438-3891 AT LEAST FIVE(5) DWG 17(}.6 MAP1803 IE = INVERT ELEVATION PROPOSED PERVIOUS PAVERS; I I I ' ' ' I I I ' ' ' I WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE 34. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY DWG 185-6 PM 12335 LA = LANDSCAPE AREA COLOR.AND FINISH PER SEPARATE I I I I I I I I I I I I 2,400SF CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE THIS PLAN SHALL INCLUDE "STENCILS" BE ADDEO TO PROHIBIT 1111'\STEWATER DISCHARGE DOWNSTREAM. DWG273-8 PM21185 TG = TOP OF GRATE ELEVATION PLAN PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. DISTURBED AND IMPERVIOUS AREA RIM = TOP OF RIM ELEVATION SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR INDEX OF SHEETS TW = TOP OF 1111'\LL ELEVATION 4"AC/6"AB 1w;r~gz«0«~%%»'%%½i:.:1 500SF AT THE MEETING. EROSION CONTROL NOTES TOTALLOT AREA= 10 941 SF TW@EG = TOP OF WALL AT 14. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE DISTURBED ROW AREA = 2 678 SF 1 TITLE SHEET I NOTES EXISTING GRADE PROPOSED 2' GRIND AND OVERLAY OF I¥;/';/' 1/'/ 1/'/ 1/'/ YI 1,165 SF 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DUNN AT /949)637-3254, 24 HOURS A DAY MADE Ill'. c;&L/!iG_ THE ENG/!iE/;Bl!JS, 24-HO!JB, INSPECTJQN Rl;C,1,/,EST Ll!if AT 2 NOTES AND DETAILS FYSB = FRONT YARD SETBACK EXISTING PAVEMENT /7601438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2.00 P.M. TOTAL DISTURBED AREA= 13 619 SF 3 DEMOPLAN RYSB = REAR YARD SETBACK CITY OF CARLSBAD b~/ /5/ L / '1/½4 ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE 4 GRADING PLAN SYSB = SIDE YARD SETBACK PROPOSED TRENCH RESURFACING CARLSBAD GS-26, 15LF RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO GS-28 ' ///// // THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC 5 SECTIONS AND DETAJLS 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL l'\ORK DAYS LATER. FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES VVHEN RAIN IS EMINENT IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT 6 TIER 2 SWPPP COVER SHEET EXISTING FENCE X X 15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR STAGING AREAS, CONSTRUCTION TRENCHES, BACKFILL CUTS AND SLOPE KEYMYS) 7 TIER2SWPPP SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 3. FOR PROJECTS COVERED BY STATE SWPPPIWDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED 8 SINGLE SHEET BMP EXISTING WATER MAIN (SIZE PER PLAN) w w SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, BY THE CALIFORNIA REGIONAL 1111'\TER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) 'TOTAL NEW I REPLACED IMPERVIOUS AREA = 7,258 SF 'NOTE: QUANTITIES WITHIN I SUBSET OWNER INFORMATION DEVELOPER STATE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULA T/ONS. SHALL UPDATE AND MAJNTAIN THE WATER POLLUTION CONTROL PLAN (Wl'CP) TO ADDRESS UPDATED SITE OF DISTURBED AREA EXISTING SEv;ER MAIN (SIZE PER PLAN) s s CONDITIONS OF THE PROJECT. THE UPDATED VVPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT NAME: RREG INVESTMENTS SERIES, LLC NAME: KEVIN DUNN FOR: 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL SERIES /039, A DELAWARE LIMITED RINCON REAL ESTATE GROUP A DETAJL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING EXISTING GAS MAIN (SIZE PER PLAN) G G THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTICIPATED. THE QSP SHALL LIABILITY COMPANY REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE SWPPP DEVELOPER AND THE CITY INSPECTOR REGAR.DING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. ADDRESS; 5315AVENIDA ENCINAS, SUITE 200 ADDRESS: 5315AVEMDA ENCINAS SUITE200 PROPOSED 1" DOMESTIC WATER EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION CARLSBAD, CA 92008 SERVICE WITH FIRE SPRINKLER CARLSBAD MUNICIPAL w ------o---cJ SOILS ENGINEER'S CERTIFICATE CARLSBAD, CA 92008 1111'\TER DISTRICT 4EA THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (51 OR 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE PHONE NO.: (949) 637-3254 PHONE NO.: (949) 637-3254 SYSTEM; 1" METER AND 1" BACKFLOW W-3A, V\L20 MORE IN DEPTHANDAPPROVED BY THE CITY ENGINEER AND/OR CONCERNED I, JAIME CERROS, A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DEVICE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS TIRE 8 STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE 1111'\S MADE BY ME OR UNDER MY LEGAL DESCRIPTION PROPOSED 6" PVC SEv;ER LATERAL CITY OF CARLSBAD s s 0 90LF CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE DIRECTION ON 1n12021. TWO COPIES OF THE SOIL REPORT COMPILED FROM THIS STUDY, WITH MY WITH CLEANOUT CARLSBAD S~, S-7 REGISTERED ENGINEER AT THE Q.ONTRAQ.TQRS EXPENSE. A Q.OPY OF THE OSHA CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY RECOMMENDATf'!E:-!fAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. ALL OF LOT2 IN BLOCK "R" OF PALISADES NO. 2, IN THE CITY OF CARLSBAD, EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO ARISE. COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF PROPOSED 4" PRIVATE PVC SEWER CITY OF CARLSBAD s s ---© EXCAVATION. SIGNED:~ ,:? l CARLSBAD S-7 4EA NO. 1803, FILED IN THE OFFICE OFT.HE COUNTY RECOR.DER OF SAN DIEGO LATERAL 17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PER.MIT HAS BEEN 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC ~~J)f ESS!O,t COUNTY, AUGUST 25, 1924. EXCEPTING THEREFROM THE SOUTHv;ESTERLY /I L OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. I ,{;:,'VJ~" ~-Ct,p_ 4t <". 65.50 FEET AND THE SOUTHEASTERLY 105.00 FEET PROPOSED PCC DRIVEWAY APRON PERMIT v;ELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. (WIDTH PER PLAN) SDRSD G-14B' 1EA GE/PE NO.. ll c; E ~22 GE 21lQZ ~-.,: :Pot, 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL e,., "') if' ;..,-: (MORE FULLY DESCRIBED IN GRANT DEED RECORDED IN THE OFFICE OF THE DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PLAN SHALL BE INCORPORATED HEREON. i3 GE 2007 ~ SAN DIEGO COUNTY RECORDER AS DOCUMENT NO. 2007-0321277) SDRSDD-25 - - - - - -1EA "" ,., PROPOSED3"x 1' SIDEVll'\LK DATE: 4-14-2022 "' "" PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART EXP. 9/30/2'3 UNDERDRAIN ---- - - - UNTIL THE PER.MITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AVll'\Y FROM THE FACE OF SLOPE AT THE * * ENGINEER TO DO SO. CONCLUSION OF EACH VIORKING DAY LICENSE EXPIRATION DATE: SEPTEMBER 30 2023 ,J'/;/<''o r EC H'AI,;, ,,.\~ BENCH MARK 19. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING l"t OF CAl.\~r:::, WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY DESCRIPTION: 2-112 INCH BR.ASS DISK EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOCIATED WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS LOCATION; THE SOUTHEAST CONRNER OF A VAULT ADJACENT TO THE NORTHEAST ABBREVIATION: GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SHALL BE REMOVED AFTER EACH RAINFALL. CORNER OF THE NORTHBOUND COAST HIGHWAY 101 BRIDGE OVER THE AGUA SDRSD -SAN DIEGO REGIONAL STANDARD DRAWING 6:00 PM EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING HED/ONDA LAGOON 0.1 Ml SOUTH OF TAMARACK AVENUE, 38 FT EAST OF THE CMW/J -CARLSBAD MUNICIPAL 1111'\TER DISTRICT "AS BUILT" OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 314 /NCH MINIMUMAGGREGRATE. EDGE OF PAVEMENT BY A SINGLE PARKING SPACE FOR THE FACILITY BASED HOLIDAYS IS AVAILABLE AT T.HE ENGINEERING DEPARTMENT COUNTER.) ON NUMBER 141, AS SHOWN ON CITY OF CARLSBAD CONTROL RECORD OF • NOTE: MODIFIED PER CITY OF CARLSBAD STANDARD 20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAJL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SURVEY 17271. CITY ENGINEER FORAPPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW RECORDED: 2002 WORK. INSTALLED IN ACCORDANCE WITH SECTION 35. 023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE PASCO LAREY SUITER 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND 1111'\STE MATERIAL SHALL BE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. ELEVATION: 26.52' DATUM: NGVD29 RCE EXP. DATE DEPOSITED AT, ASITEAPPROVEDBY THE CITY ENGINEER. T.HE CONTRACTOR & ASSOCIATES SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL REVIEWED BY: ROUTES OR ADJACENT STREETS ASA RESULT OF THE GRADING OPERATION. DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-6) San Diego I Solana Beach I Orange County 22_ BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED Phone 858.259.8212 I www.plsaengineering.com TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND INSPECTOR DATE 23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RES UL TING IN THE PONO/NG OF PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. STRUCTURAL {POST-CONSTRUCTION) BMP TABLE I SH~ET I I SH~ElS I CITY OF CARLSBAD WATER IS NOTPERMITTED.ALLEARTHENSWALESANDDITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. I UNDERSTAND THATTHECHECKOFPROJECTDRAWINGSAND SPECIFICATIONS BY THE CITY OF CARLSBAD STORM WATER REQUIREMENTS THAT APPLY· EXEMPT FROM EXEMPT FROM ENGINEERING DEPARTMENT 24. T.HESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. TRASH CAPTURE? HYDROMODIFICA TION? EROSION CONTROL PLANS. EROSION CONTROL SHALL BEAS SHOWN AND AS APPROVED ~? eg STANDARD STORM WA ffR REQUIREMENTS ~ YES eg YES GRADING PLANS J'OR: BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. ,, <;>ROf ESS I O,t PRIORITY PROJECT REQUIREMENTS NO NO JUNIPER BEACH HOMES 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM B\': DATE. 4-15-2022 SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND BRYAN A. KNAPP, R. C.E. 0J ~ ~NDR[fr 1; '-1( MAINTENANCE DWG 533-7A MAINTENANCE 295 JUNIPER AVENUE ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ,3:'"' 4'. ~ TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY GR 2021-0036 1111 I" PUD 2021-0002 (;;,§-'¾<::. I AND DISPOSED OF AT A SITE APPROVED OF BY T.HE CITY ENGINEER. R.C.E NO.: 86542 -'Z, APPRO\IED: JASON S. GELDERT 26.ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED f;'l No. 86542 f:l REGISTRATION EXPIRATION DATE: 3-31-2023 ~ Exp. 03/3!L23 "' TRASH CAPTURE PIPE CONNECTOR SCREEN HOA 4 AS NEEDED WITHIN TEN /10/ DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. * ~ :;..,-1 .... 1 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DAlE FIRM: PASCO, LARET. SUITER AND ASSOC/A TES, INC. J''4;; Cf\/\\.~ 27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED ADDRESS: 1911 SAN DIEGO AVE, SUITE 100 DWN BY: RAK PRO.ECT NO. DRAWING NO. BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR t OF c1;1.I~ DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: THIS PROJECT, DRAWING , AND/OR AS DIRECTED CITY STATE: SAN DIEGO, CA 92110 ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: MS 2021-0002 533-?A BY THE CITY ENGINEER OR PLANNING DIRECTOR. TELEPHONE: /858) 259-8212 J:L<\C71VE JOBSl3459-RINCON JUNIPER.IC/VIL IDRAWINGIGRADING PLANSl3459-CV-{;RAD-01-TITLEDWG PLSA 3459-01 DocuSign Envelope ID: F46EBBE0-7437-4A57-83DA-932256284A4F 6/10/2022 DocuSign Envelope ID: CD5BAAD9-653A-49D5-B11E-DFCA827225A9 AM ROW PARKWAY VARIES VARIES ------ 60.0' 30.0' VARIES VARIES 2"ACGRIND\ AND OVERLAY 20.0' VARIES - 30.0' SEE SAINCUT AC PAVEMENT DETAIL 1HISSHEET r EXISTING AC BERM TO REMAIN I I I I ljgzzzzr'*1 ·····Tl 111 I , ~,-,,o :;h 11 STORM DRAJN PER DVIA'.l 170-6 Y EXISTING1"H~ _ I \_ EXISTIN~"A.C. GASMAINPER "'L. I I I DVK.l 170-6 ~ ? EXISTING 6" PVC ~ SEWER MAIN PER 117-2 TYPICAL SECTION-JUNIPER AVE NOTTO SCALE 20.0' 6.5' 5.0'LS 2.0% 10.0' 5.0' SDWK W<\TER MAIN PER 170-6 If. ...... _:::-:-.. 4--..,a=,.-=,c;"'"-cc.,1 ___...__.~, " w, •• sfl:-,U-~ SAW CUT EXISTING AC PAVEMENT; SEE DETAIL THIS SHEET JUNIPER AVE CROSS-SECTION-STA 3+66.61 20.0' 6.5' ,-1.Alt:PaPR1>0!l\X,..,. E~XJ;1ISe!1Tlrn..+-TC= 54.97 GRADE FL= 54.47 5.0'LS NOTTO SCALE 10.0' 5.0' SDWK Ir. FS= 54.22 (FS= 54.50) 2.0% (2.1%) -- ,_----~ ~$)( ift"'""''""'"ztilli~- SAW CUT EXISTING AC PAVEMENT; SEE DETAIL 1H/SSHEET JUNIPER AVE CROSS-SECTION-STA 3+96.61 20,0' 6.5' 5.0'LS ,-f.A!!:PP1:tR~OI/\X.J;E;,,_Xl~Sj_jTINMGL ----t __ TC= 55-82 10,0' NOTTO SCALE 5.0' SDWK If. GRADE (FS= 54.45) FL= 55-32 2.0% ~) SAW CUT EXISTING AC PAVEMENT; SEE DETAIL THIS SHEET JUNIPER AVE CROSS-SECTION -STA 4+26.61 20.0' APPROX. EXISTING GRADE (FS= 55.96) (1.3%) - 6.5' 5.0'LS TC=56.3 FL=5S.8 SAW CUT EXISTING AC PAVEMENT; SEE DETAIL THIS SHEET 2.0% 10.0' NOTTO SCALE 5.0' SDWK If. JUNIPER AVE CROSS-SECTION -STA 4+56.16 NOTTO SCALE I 10.0' PARKWAY 5.0' 5.0' 2.0% - CONSTRUCT 4" PCC SIDEWALK PER SDRSD G-7 CONSTRUCT 6" PCC CURB & GUTTER PER SORSD G-2 CONSTRUCTPERVIOUS PAVER DRIVEA/SLE PER DETAIL THIS SHEET 3.0' 1.5' 1.5' -C FL .. FL+0.1' VARIES ~1--1-1 I 1-~- DEEPEN RIBBON GUTTER TO EXTEND BENEA1H GRAVEL SECTION; EMBED 6" INTO COMPACTED SOILS (TYP.) h -.-, . 5•--C/NSTALL3'WIDE , 5"1HICKPCC RIBBON GUTTER i lY I '-'\_ SUBGRADE 6"PCCCURB& GUTTER PER SDRSDG-2' TYPICAL DETAIL -RIBBON GUTTER NOTTO SCALE 3.0'M/N 2.0'M/N COLDPLANEANDOVERLAY (2" MIN. DEPTH) TO PROVIDE SM001H TRANSITION \'g ~ s §1 EXISTING AC o\ [PAVEMENT L----:-~--:i=~::::::'.::J~ EXTEND BASE 6" BEHIND CURB STRUCTURALSEC770N 4"AC OVER 6" CLASS I/AB OVERNATIVESUBGRADE COMPACTED TO 95% REL COMP. TYPICAL DETAIL -SAWCUT AC PAVEMENT NOTTO SCALE 6" X 16' PCC FLUSH CURB OR DEEPENED G-1 CURB APPROVED PERVIOUS PAVERS W/MIN.f"VOID VOID FILLER)," TOj"(N0.8) AGGREGATE IN VOIDS BEDDING COURSE-2" THICK OF t • ~ TOj"(N0.8)AGGREGATE ~ r;;'.n._v.,:-v-._,. v_--,,~:ir'r~'--'r',',',,I CHOKERCOURSE-4"THICKOF¾"---,·· . ·• -111 I TO 2 '(N0.57) CRUSHED ROCK -;.-1 , _·.-_· -111 Ml~:~~~: ~;J: ~-11 11 11 111 I -- SOIL SUBGRADE NOTE: -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.} -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL-SUBDRAIN MAY BE REQUIRED TYPICAL DETAIL-PERVIOUS PAVERS CAP UNIT ~ PERSDRSD I BW PER PLAN = BOTTOM OF WALL AT FINISHED GRADE 0.5' MIN COVER OVER FOOTING PER SDRSD TYP. X NOTTO SCALE FENCE PER SEPARATE LANDSCAPE PLANS; COMBINED WALLAND FENCE HEIGHT NOT TO EXCEED 8' FROM LOWEST ADJACENT GRADE 1W PER PLAN = TOP OFW<\LLAT FINISHED SURFACE WALL DRAINAGE (314" CRUSHED AGGREGATE PER SDRSD C-08) 4" SCH 40 PVC FRENCH DRAIN WRAPPED IN FILTER FABRIC; CONNECT TO PRIVATE STORM DRAIN TF= TOP OF FOOTING TYPICAL DETAIL -RETAINING WALL NOTTO SCALE ofESS/ ~1'1DRf1y -\ ,f; ,§c- No, 86542 Exp. 03/31/2 C/VI \_ OF cp.\_\~ SEWER NOTES 1. SEL-'IER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE W/1H 1HE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1-GENERAL DESIGN STANDARDS, CHAPTER 6-DES/GN CRITERIA FOR GRAVITY SEL-'IER LINES AND APPURTENANCES, AND VOLUME 3 - STANDARD DRAWINGS AND NOTES AND 1HE STANDARD SPECIFICATIONS FOR PUBLIC OORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK). 2. BEFORE ANY CONNECTION TO 1HE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM 1HE CITY IT MUST BE SIGNED AND APPROVED BY 1HE CITY ENGINEER AND SUPERINTENDENI 3. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLICR/GHTOFl'd1Y,ACITYRIGHTOFl'd1YPERMIT SHALL BE REQUIRED. WATER NOTES 1. l'd1TER & RECYCLED l'd1TER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE W/1H THE ''CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.MWD. LINES, A PERMIT SHALL BE OBTAINED FROM 1HE C.M.WD. OFFICE AND MUST BE SIGNED AND APPROVED BY 1HE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND 1HE UTILITY OPERATIONS' PUBLIC V\ORKS MANAGER 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG INSPECTION DEPARTMENT 48 HOURS PRIOR TO STAR77NG V\ORK SO THAT /NSPEC770N MAY BE PROVIDED -TELEPHONE NO. (760)438-38/J1. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN 1HE l'd1TER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF OORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM 1HE DISTRICT ENGINEER 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA1HOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, 1HE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. B. 1HE EXACT HORIZONTAL AND VERTICALAL/GNMENT AND TYPE OF MATERIALS OF 1HE FIRE LINE LOCATED BETWEEN 1HE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY 1HE CITY OF CARLSBAD FIRE MARSHAL 7. ALL POTABLE l'd1TER SERVICES SHALL BE 1 "AND ALL METERS SHALL BE 1" (UNLESS 01HERWISE NOTED ON PLANS). 8. ALL l'd1TER METER BOXES SHALL BE1r'X30"X12"POLYMERCONCRETEASMANUFACTUREDBY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS). 9. MINIMUM SPACING BETWEEN POTABLE l'd1TER SERVICES AND SEWER LATERALS SHALL BE 10 FEEI 10. 1HE TOP OF l'd1TER METER BOXES SHALL BE FLUSH Wl1H THE FINISHED SURFACE GRADE 11. CONSTRUCTION OF l'd1TER MAINS ANO RECYCLED l'd1TER MAINS SHALLADHERE TO THE "CRITERIA FOR THE SEPARATION OF l'd1TER MAINS AND SANITARY SEL-'IERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEAL1H SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOL-'IED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY 1HE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKE1). USE CERTAINTEED 'VINYL-IRON" H.D. FOR C900. 13. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF l'd1Y, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND /NSTALLACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL 1HE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE Wl1H 2-/NCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND l'd1LL JUST BELOW 4T1BOX. WIRE IS NOT TO INTERFERE Wl1H IS NOT TO INTERFERE Wl1H VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. INHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL PROVIDE 24 /NCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCA77NG EQUIPMENT EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING 1HE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BEAWG NO. 8 STRANDED COPPER WIRE Wl1H HIGH MOLECULAR WEIGHT POLYE1HYLENE (HMWIPE) INSULATION SPECIFICALLY DES/GNEDFORDIRECTBURIAL/NCORROS/VE SOIL OR WATER. POLYE1HYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES Wl1H CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF 1HE ENTIRE WIRE 1/1/HICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 16. CONTRACTOR TO SUBMIT E-28 PERMIT TO CMWD AT LEAST 2 WEEKS PRIPOR TO ANY SCHEDULED SHUT DOWN. PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com RCE __ _ REVIEWED BY: INSPECTOR "AS BUILT" EXP ____ _ DATE DATE l---l----+------------+---+---+--+------I I SH2EET I CITY OF CARl.SBAD I SHEBETS I ENGINEERING DEPARTMENT ::;G;;:;RA::;:rn;:;:IN=,G~PLANS;:;:;::::;:;;:;=FO;:;:;;::;R:;;::::::================~====:::: DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL aTY APPROVAL GR 2021-0036 JUNIPER BEACH HOMES 295 JUNIPER AVENUE PUD 2021-0002 APPROVED: JASON S. GELDERT ENGINEERING MANAGER DWN BY: CHKD BY: __ _ RVWD BY: RCE 63912 EXPIRES 9 30 22 DAlE PROJECT NO. MS 2021-0002 DRAWING NO. 533-?A PLSA 3459-01 DocuSign Envelope ID: F46EBBE0-7437-4A57-83DA-932256284A4F 6/10/2022 DocuSign Envelope ID: CD5BAAD9-653A-49D5-B11E-DFCA827225A9 AM 11 (!) (!) l!!~I (!) ~ 30' ~ r (!) 14 11 14 .. -,ri "' X (!) 11 11 (!) "' .. ~ 0 :;i f:i X (!) (!) ill :g (/} (/} ,n VJ (/} (/} I (/} (/} s:., .. "' "' X (/} (/} I 114~ 11 I 3: ' I I w 0 PLAN VIEW -DEMOLITION PLAN SCALE: 1" = 10' HORIZONTAL m 0 t;i >< \\\ \\~~ ., "' ~ ,.;~ "' z \ ci ~ 5 "' ~ ~ 1 :I! Cl) 1.i ., 'fl ... \ \ ~ <D "' 10 0 y " ·::lNOO \ \ \ \ \ \ c_j c_j z 0 " PORLOT3 BLOCKR PALISADES #2 MAP 1803 APN: 204-240-40 LEGEND -- ----47-- - ---X--X--- --w--w-- --s s-- --G--G--,,.,, z 0 " r>--0 PROPERTY LINE RIGHTOFW.Y ADJACENT LOT LINE CENTERLINE OF ROAD EXISTING CONE0UR EXISTING ROOFLINE EXISTING FENCE EXISTING 1,11,\TER MAIN EXISTING SEWER MAJN EXISTING GAS MAIN EXISTING STORM DRAJN \ '-,;-r,--"""c-,--s-,'~ ~ r;; . \ \ m ., 6' HIGH WOOD FENCE :8 ;I x X ., N :8 ~ ~ :, "' " ( GRAPHIC SCALE: 1" = 10' 10 "' "' ~ .r----~,:: * >X ., -t;i PORLOT2 BLOCKR PALISAQf S #2 MAP tB03 x~ PARCEL 1 PM 16596 APN: 204-240-56 DEMOLITION NOTES [iJ EXISTING smUCTURE TO BE REMOVED 127 EXISTING OFFSITE smuCTURE TO REMAIN I s I EXISTING mEE TO BE REMOVED I 4 I EXISTING FENCE TO BE REMOVED IT] EXISTING WALL TO BE REMOVED I 6 I EXISTING W.LL TO REMAIN [TI EXISTING CONCRETE TO BE REMOVED [I] EXISTING C'\R PORT TO BE REMOVED [Ij EXISTING STAIRW.YTO BE REMOVED I 10 I EXISTING SURVEY MONUMENT TO REMAIN SEE NOTE4BELOW ADDITIONAL NOTES [i]J @] @] [ii] @] @] @] 1. CONTRACTOR TO KlLL EXISTING GAS SERVICES PRIOR TO DEMOLmON OF ANY smUCTURES EXISTINGAC BERM TO BE REMOVED EXISTING PCC SIDEV'V'.LK TO REMAJN EXISTING PCC SIDEWALK TO BE REMOVED EXISTING UTILITY TO REMAIN EXISTING UTILITY TO BE REMOVED; SEE NOTE 3 BELOW EXISTING GAS AND SEWER SERVICES AND METERS TO BE REMOVED; SEE NOTE 1 BELOW EXISTING SERVICE AND METER BOX TO BE REMOVED 2. CLEARAND GRUB EXISTING ONSITE VEGETATION; DISPOSE OF ANY EXISTING ONSITE DEBRIS. 3. REMOVE SEWER LATERALAND CAP AT MAIN 4. EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE. MONUMENT(S) SHALL BE REPLACED BY A LICENSED LAND SURVEYOR V'A-1O SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED OR DESffiOYED. 20 30 -<) -z S No. 86542 :::1 "' Exp. 03/31 /23 =o PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com "AS BUILT" RCE___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE >------<>----+------------+---+----+---+-----I I SH3EET I CITY OF CARLSBAD I SHEBETS I ENGINEERING DEPARTMENT 1----+--+---------------+---+--t----+---1 ;;;G;;;;R.::;:4D;;IN~G!:;PLANS;;;:;;;;:::;;FO~R:::::::::::::::::::::::::::::::::::::::::::::::=====..!:====::::: DAlE INITIAL DAlE INITIAL DA 1E INITIAL ENGINEER OF -REVISION DESCRIPTION OTHER lfffl.OVIJ.. CITY APPROVIJ.. GR 2021-0036 JUNIPER BEACH HOMES 295 JUNIPER AVENUE PUD 2021-0002 APPROVED: JASON S. GELDERT ENGINEERING MANAGER DWN BY: BAK CHKD BY: ---1 R\IWD BY: RCE 63912 EXPIRES 9 PROJECT NO. MS 2021-0002 DRAWING NO. 533-?A DocuSign Envelope ID: F46EBBE0-7437-4A57-83DA-932256284A4F 6/10/2022 DocuSign Envelope ID: CD5BAAD9-653A-49D5-B11E-DFCA827225A9 AM 5 STA 4+56. 10 -20. ob RT BEGIN NEW~CC CURB & GUTTER I ~ EXISTINGBLOCK BL1 56~~\11/ALL EXISTINGOFFSITE ~r--PORLOT3BLOCKR )\ 57.0EG 57.4EG / ~ 56.4Fs 1/W\LL TOBE VIOODFENcETO LO 6 HIGH wono "Eh ~ I -s1.5EG 57.3FG (57.5EG) (57.5FG1 LO.- REMOVED REMAIN N34'00'55"W 125:/JO' ' 1/?ALISADES #2 MAP 1803 0 V Y Y V ~ ~ X :'l.:_X . 30' it~\~,:,1\\1' t~f \ \\ EXIST/1\(G 6" AC 'w,._TER 1 I \ \ MAIN PER DWG/ 170-6 filT I \ \ TO REMAIN \ \1 \\I I\ . \ \ I i1 \, \ \ /STING !MITER --J. VICE &IMETER 1 8EREMOVED I ' I I ' ,\\\\\\\\\ \\\\\~ \ \' 54.7FS 55.1TC 1 54.6 FL . :i::_ ~1.-•1 . . . . \ .. '~\ ~-W-[, ~ ' X) ---~~:Jo.All_ ,!r . '~ <1 w 0 55.2 FS · 56.5FG <1 ..,. @ CONSTRUCT DEEPENED FOOTING PER SEPARATE PLANS @) INSTALL 6" SEVll:R CLEANOUT WITH 12" CAST IRON LID PER CITY OF CARLSBAD S-7 (I) INSTALL 6" x 16" PCC FLUSH CURB @ INSTALL 6" PCC CURB & GUTTER PER SDRSD G-02' @ TRENCH RESURFACING OFAC PAVEMENT PER CITY OF CARLSBAD STANDARD GS-26, GS-28 (!) CONSTRUCT PERVIOUS PAVERS PER DETAIL SHEET 2 ® CONSTRUCT 4" THICK PCC S/DWALK PER SDRSD G-07" @ CONSTRUCT 3' WIDE PCC RIBBON GUTTER PER DETAIL SHEET 2 @ INSTALL 1" 1/W\TER SERVICE, METER, AND BACKFLOW PER CITY OF CARLSBAD STANDARD W3A MAX FLOW DEMAND= 2.96 GPM WITH 81 PSI STATIC PRESSURE @) SAWCUT EXISTING AC PAVEMENT PER DETAJL SHEET 2 @ 2"GRINDANDOVERLAYOFACPAVEMENT @) INSTALL 20' WIDE DRIVEW'\Y APRON PER SDRSD G-14B .9FG ~ ~56.4TG 55.0 /E1/N 56.5 TG 55.1 IE 2 54.8 IE OUT v.l:ST LIMIT OF ROOF LINE ABOVE (TYP.) 57.4 FS 56.9FG 56.3 FS -QI=. 56.9FG APPROX. LOCATION PVT JO/NTIM\TER SERVICE TRENCH UNIT2 FF=57.6 PAD =56.9 56.9FG 56.5FL LIMITSOF RETAINING 1/W\LL FOOTING (TYP.) X 56.4 TG,;;;,, r!f\• 539/E 'el ~ ~ -~~~ SD Tl ~:J....f!:D m I -LO-x 56.9FG 56.9FG 56.5FS X X ~ ~ _,,...-, .. WALUCORRU~A D META:2i!fiSI N · >< SD SD SD ijE> X SD ~o. 17~85HP LA CAH...P OR~ t-=-fj--,__-~ I X 56.7FS >< APPROX. LOCATION !MITER SERVICE POC TO UJ X BUILDING (TYP.J () z UJ I LL X ...J >-z > >< I C!) .L (0 >< AC CONDENSER (TYP.J \LIMIT OF ROOF LINE ~BOVE (TYP.) EXISTING OFFS/TE BLOCK 1/W\LL TO REMAIN (0 SD S0 SD ~=--?O"). -:-. :;:::s;::..3 --l.fJ 56.9FG GAS METER ELEC. METER 56.9FG 56.BFS 7 -.;I" P\"m4"PVC SEVll:R LAf.ERAL (TYP.) 56.5FS 56.9FG 56.55FS i 4 LO 56'fi G 56.7FS ELEC. METER GAS METER 56.9FG POR LOT 2c§LOCK R PALISADES·#2 MAP 1803 GRAPHIC SCALE: 1"=5' ~ 572FJ ~ GAS METER ELEC.METER 56.9F~ 56.BFS 56.6 FS 57.0 S 5MFS 56.5FS 57.2FG/ 56.55FS f' 57.2FG 56.7 FS 155.4 EG/ 57.2FG N r-- LO ;< AC CONDENSER (TYP.) APPROX. LOCATION 1/W\TER SERVICE POC TO BUILDING (TYP.) / _.,\_ PVT4"PVC 3 I J > I I SEWER LATERAL (TYP.) I t . '\ LO LO >< LA 57.1 FS /5. 00 ,~- LO ,_. UN/T3 FF=57.9 PAD =57.2 I 8 t \ ( r 57.2 FG 57.0FS o, N 7 © \ ---- \ PILLAR PER SEPARATE PLANS CONSTRUCT PCC IMILKIMIY LA 57.2 FL ,-- -""=-'-"'--" C!) z 0 ...J ::::, CD 57.2FG ~ 57.9FS CiS' C"') 00 LO 0 I-' Cl) >< '. \J " r 56.9FSX I • ::>NO::> \ \ \\ 57.4HP 57.1 EG 18' 57.2FL 57.4FG 57.0EG \ \ j N -.;I" '--~C=bi \Ill() ~ \_, "J,v_ ,:.'._~!a!!, ~1 X X X X ~ Ji \NJT4 FF=57.9 PAD= 57.2 57.0 FG ~ 'CONS[RUCT \PCCIM\Li(MY /57.0 BW@EG) r / ii~~;z=~ '(!;)LANS z 0 ...J 57.9FS ~ 57.2FG # \ ::::, " LA EXISTING OFFS/TE BLOCK V\jl\LL TO REMAIN / ~ CD I >- 1 0:: LIMIT OF ROOF ~I O LINE ABOVE.(TYP.J I-Ol 57.1 FG (56. 0 BW@EG) en co .-LO 11 17.5',RYSB LIMITS OF RETAINING IMILL FOOTING (TYP.) ~-3 FG _ _ _ /56.,1 BW@EG) (., 1 '. APPROX! LOCATION OF C"') "'. ] RETAINING 1/W\LL O 57.4 HP 0 ,---_ ::g SUBDRAtN g ~ ' ,1 ------;::--- f--- (53:48 ·~.,.,_..;,,.,."'""~-■ -■ '---~.J::A ~ r-- r--CD .... LO ~ / EXISTING OFFS/TE BLOCK I 1/W\LL TO REMAIN ' X =yX.. C"') .... r--LO TRANSFORMER I ,1.5' <BOR LOT2 BLOCKR PALISADES #2 MAP 1803 LO r-- 1 57.25 /57.1 TW@EG) /56.7 BW@EG) (0 0) (0 LO II ~ 57.0 /56.5 TW@EG) (56.48W@EG) N 00 (0 LO II ~ 0 00 ,n PARCEL 1 N 00 (0 .LO PM16596 1 sH:rT I CITY OF CARl.SBAD I ~~ETSI ENGINEERING DEPARTMENT @ INSIALL 24" X 24" BROOKS BOX WI STORMTEK @ CAL TRANS SIGHT DISTANCE I VIEW CORRIDOR CONNECTOR Pf PE SCREEN OR APPROVED EQUAL ____ .._o ____ .._s ____ .,.10.__ ___ __.15J----+---1------------------+---+---l----l------1 GRADING PLANS FOR: 'AS MODIFIED BY Cl . ;':';:':==,,""- CARLSBAD STD ~ PER CALTRANS HIGHIM\Y DESIGN MANUAL AND CITY OF CARLSBAD STANDARDS @ INSIALL 6" PVC STORM DRAJN Pf PE @) EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE MONUMENT/SJ SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WHO SHALL FILE A CORNER RECORDER WITH THE COUNTY IF DISTURBED OR DESTROYED. @ INTSALL 6" X 28" PCC FLUSH CURB @ INSTALL PVC SLEEVE ON COPPER RUN BETVll:EN METER & BACKFLOW PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com ~ <lj No. 86542 Exp. 03/31/2 "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: DAlE INITIAL INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION JUNIPER BEACH HOMES 295 JUNIPER AVENUE GR 2021-0036 PUD 2021-0002 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30122 DAlE DA 1E INlllAL DAlE INlllAL OlHER APPROVAL CllY APPROVAL DWN BY: ~81S PROJECT NO. DRAWING NO. CHKD BY: MS 2021-0002 533-?A RVWD BY: DocuSign Envelope ID: F46EBBE0-7437-4A57-83DA-932256284A4F 6/10/2022 DocuSign Envelope ID: CD5BAAD9-653A-49D5-B11E-DFCA827225A9 AM SEE SAOCUT AC PAVEMENT DETAJL SHEET2 EXISTINGAC BERM TD BE REMOVED INSTALL 6" PCC CURB & GUTTER PER SDRSD G-2' fl. EXISTING FENCE\ . TDREMAJN I 9.0' 5.0' 9.3% 5.8% --- 10.0' TD PARKVll'\Y 2.0% ~- ll I 10.1' 8.7% - INSTALL 4" PCC SIDEWALK PER SDSRSDG-7' UNIT1 57.6 FF 56.9PAD ...... ' . . . -: 1- l l l~·· ..... ' . ..... ' . . ..... ' . . . ..... ' . l / . 1.5'. 6.6% -- 23.0' UNIT1 57.6FF 56.9PAD SECT/ONA-A NDTTDSCALE 20.0' DRIVEAJSLE PROPOSED PCC RIBBON GUTTER PER SHEET 2; 55.9FL 4.1% - . 1.5'. lU / 12.0' . 1.5' 9.0' PARKING 1.5' I~ ~INSTALL B"X16" _.,_.,- / PCC FLUSH CURB CONSTRUCT DEEPENED FOOTING; ENSURE MINIMUM EMBEDMENT PERGEOTECH UNIT2 57.6FF 56.9PAD / ....... __ ,_. __ . __ . __ , -· --,-•·--•-·--•--· __ , -· ___ .... ,_. __ . __ . __ , -· ___ .... ---·-... •· CONSTRUCTPERVIOUS PAVER PARKING; SEE DETAIL SHEET 2 DASHED LINE REPRESENTS EXISTING GRADE 9.0' 8.1' TD FACE OF WALL 5.0' 8.0% 8.0% FENCE PER LANDSCAPE PLANS; COMBINED Vli'\LLAND FENCE HEIGHT NOT TO EXCEED 6' FROM LOWEST ADJACENT GRADE 56.9 FG (55.0 BW@EG) 159.1 T\11? (54.9 BW@EG) (53.2 BW@EG) - I_, -! --_1 . •=---=----n ~ _ 1 ~··1\_ EXJSTING CMU 56.BFL ~ l EXISTING FENCE \ · TDREMAIN \ I ' 9.0' 5.0' X ~ ~ CONSTRUCT DEEPENED FOOTING?1J ~ I ENSURE MINIMUM EMBEDMEIIT ~ BENEATH GRAVEL LAYER _,____ [ l ADJACENTTDPERVIOUSPAVERS INSTALL6'X16" 1 PER GEOTECH RECOMMENDATION PCC R._USH CURB 1 CONSTRUCT 24'X42" JOINT DRY UTILITY TRENCH PER SDRSDM-15 1.1 INR._UENCE LINE CONSTRUCT PERVIOUS PAVERS PER DETAJL SHEET2 UN/T3 57.9FF 57.2 PAD / 10.4' p - 7 1 (l 1 INSTALL 6'X16" PCC RUSH CURB \ / APPROXIMATE LOCATION I I/ /"' OF JOINT PRIVATE WATER ✓ '\__ SERVICE U71LITY TRENCH INSTALL PRIVATE 6" 1:1 INFLUENCE LINE PVC SEl",ER LATERAL; 47.6 IE SECTIONB-8 NOT TD SCALE 24.0' DRIVEAISLE 3.0' 10.6' PROPOSED PCC RIBBON GUTTER PER DETAIL SHEET 2; 56.1 FL CONSTRUCT DEEPENED FOOTING; ENSURE MINIMUM EMBEDMENT BENEATH GRAVEL LAYER ADJACENT TD PERVIOUS PAVERS PER GEOTECH RECOMMENDATION UNJT4 57.9FF 57.2PAD ll -=-L DASHED LINE REPRESENTS EXISTING GRADE / 56.5 FL CONSTRUCT MASONRY RETAINING Vli'\LL PER SDRSDC-03 9.0' 8.1' TD FACE OF Vll'\LL 5.0' 5.0% • WALL TO REMAIN ·,.&' ' ' --1_ I FENCE PER LANDSCAPE PLANS, COMBINED Vll'\LLAND FENCE HEIGHT NOT TO EXCEED 6' FROM LOWEST ADJACENT GRADE 57.2 FG (55.2 BW@EG) j (55.2 BW@EG) x . (53.5 BW@EG) 159.2 T\11? ...... ' . . . ...... ' . . . ...... ' . . . ...... ' . . . ...... ' . . . ...... ' . . . ..... ' . 7.0% ~-7.0% .--··--·-·--•--· __ , -· ---·--· --·-.. •--· _, -· ---·--· ---·--•--· _, -· ---·-· , __ ._. ·t--,=.--,---=----ri: -I!----·•.-11_ I . L___ 57.0FL l ______. l J, CONSTRUCTDEEPENEDFOOTING; --~--'-· - ENSURE MINIMUM EMBEDMENT -....._1 BENEATH GRAVEL LAYER ADJACENT TD PERVIOUS PAVERS ~ PER GEOTECH RECOMMENDATION 1:1 INR._UENCE LINE _/ ~ ~ X /2/1 FENCE PER SEPARATE LANDSCAPE PLANS 57.1 TW (56.B BW@ EEQ (56.751W) (56.28 BW@ EGJ ----2--/r · i · -· · · ·· -·· %" EXJSTING Vli'\LL DASHEDLINE ~· ·, I. ·. ' .~.· <LL~'-4.Li TOREMAIN REPRESENTS / • CONSTRUCT 24'X42" JOINT DRY UTILITY TRENCH PER SDRSD M-15 CONSTRUCT PERVIOUS PAVERS PER DETAJL SHEET2 6"X28"PCC FLUSH CURB -1----- l -A 1 , 1 ~NSTRUCTDEEPENEDFOOTING; 1:1 INFLUENCE LINE ENSURE MINIMUM EMBEDMENT BENEATH GRAVEL LAYER APPROXIMATE LOCATION ADJACENT TD PERVIOUS PAVERS OF JOINT PRIVATE WATER PER GEOTECH RECOMMENDATION SERVICE UTILITY TRENCH SECT/ONC-C NOTTDSCALE J ll DASHED LINE REPRESENTS EXISTING GRADE l l l , 57.0FL CONSTRUCT MASONRY RETAINING WALL PER SDRSDC--03 ' j UN/T3 57.9FF 57.2 PAD / 17.6' TD FACE OFVll'\LL 12.8' / EXISTING FENCE I/ TDREMAIN "'/i;~:~EG) 57.1 BW@FG ~ 2.0% (57.2 BW@EG) l J-J-,,....:.--- ADDITIONAL SITE NOTES 1. ALL U71LITIES SHOWN HEREON PER BESTAVAJLABLE RECORD INFORMATION. 2. ALL EXISTING ONSITE STRUCTURES TO BE DEMOLISHED UNLESS OTHERWISE NOTED. 3. ALL EXISTING ONSITE TREES TO BE REMOVED UNLESS OTHERWISE NOTED. 4. ALL ONSITE WATER, SEWER, AND STORM DRAIN FACILITIES TO BE PRIVATELY MAINTAINED. 5. HARDSCAPE SHALL DRAINAVll'\Y FROM PROPOSED STRUCTURES AT MINIMUM OF 2.0% FOR 10 FEET,AND LANDSCAPE FORA MINIMUM OF 5.0% IN ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE SECTION 1804.4. ANY DEVIATION SHALL REQUIRE RECOMMENDATION FROM PROJECT GEOTECHNICAL ENGINEER. (R._ =53.3) CONSTRUCT-~ MODIFIED CURB OUTLET PER D-25 2.0% i I I ~-24"X24" BROOKS BOX 56.3 TG J: ::E:T~::::-,_• -'-_:··~:-~';;~, e \~ SDRSD D-25 CURB OUTLET TO BROOKS BOX IEOUT53.6 DRAINAGE NOTES 1. SURFACE DRAINAGE SHALL BE DIRECTEDAVll'\Y FROM BUILDING FOUNDATIONS IN ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE SECTION 1804.4. ANY DEVIATION SHALL REQUIRE RECOMMENDATION FROM PROJECT GEOTECHNICAL ENGINEER. FOUNDATION NOTES 1. FOOTING TYPE SHOWN HEREON FOR REFERENCE ONLY. CONTRACTOR SHALL REFER TO SEPARATE STRUCTURAL FOUNDATION PLANS FOR CONSTRUCTION. 2. BUILDING FOUNDATION SECTION SHOWN HEREON FOR REFERENCE ONLY. CONTRACTOR SHALL REFER TO SEPARATE STRUCTURAL FOUNDATION PLANS FOR CONSTRUCTION, TYPICAL DETAIL -MODIFIED D-25 SIDEWALK UNDER DRAIN i--1·-- I I I I NOTTO SCALE ~ 24" X24" BROOKS BOX BEYOND I I I "' I 1' WIDE X 3" TALL OPENING CUT INTO BOTTOM OF BROOKS BOX ~--~----,._---+~ ll ~-· -~ f-------2' -----j TYPICAL DETAIL -MODIFIED D-25 CURB OUTLET ofESS/ ~l'IDRflj, -\ ,f; ,§c- No. 86542 Exp. 03/31/2 CIVI \_ OF cp.\_\~ NOTTO SCALE PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com RCE __ _ REVIEWED BY: INSPECTOR "AS BUILT" EXP ____ _ DATE DATE EXISTING ~/ .· GRADE --<,/ .. ··· • / !" .· CONSTRUCT MASONRY RETAINING Vli'\LL PER SDRSD C-03, SEE DETAIL SHEET2 PERVIOUS PAVER;SEE DETAIL $HEET2 1---1----+------------+---+----+--+------I I SHE5ET I CITY OF CARl.SBAD I SHEBETS I ENGINEERING DEPARTMENT ::;G;;:;RA::;:rn;:;:IN=,G~PLANS;::;;;:::::;:;;:;=FO;:;:;;::;R:;;::::::================~====:::: SECT/OND-D SECTIONE-E NOTTO SCALE NOTTO SCALE DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL aTY APPROVAL GR 2021-0036 JUNIPER BEACH HOMES 295 JUNIPER AVENUE PUD 2021-0002 APPROVED: JASON S. GELDERT ENGINEERING MANAGER DWN BY: CHKD BY: __ _ RVWD BY: RCE 63912 EXPIRES 9 30 22 DAlE PROJECT NO. MS 2021-0002 DRAWING NO. 533-?A PLSA 3459-01 DocuSign Envelope ID: F46EBBE0-7437-4A57-83DA-932256284A4F 6/10/2022 DocuSign Envelope ID: CD5BAAD9-653A-49D5-B11E-DFCA827225A9 4/15/2022 AM STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND). 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACr KEVIN DUNN AT (TEL.NO.) /949) 637-3254 2 DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MIN/MUM AGGREGATE 9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY INSTALLED THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STAB/LIZA T/ON BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DAY NATIONAL WEATHER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HAVE BEEN COMPLETED. 18. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED ATONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TOA PREDICTED RAIN EVENT FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING /SALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BE/NG ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP MATERIALS /NA PROMPT MANNER IS.MH SUFFICIENT BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OFA STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP INDICATES IT v\l<\S NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT v\l<\S USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUTA MORE ROBUST BMP MEASURE IN PLACE 21. ALL CONSTRUCT/ON EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM v\l<\TER POLLUTION PREVENTION AND BMP MAINTENANCE WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OFA PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM v\l<\TER CONTROL, vWISTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED (40% CHANCE OF RAIN), THEN THE NECESSARY v\l<\TER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPSAS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN''. AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS''. J.·IACTIVE JOBS\3459-RINCON JUNIPER\CML\DRAWING\GRADING PlANS\3459-CV:GRAD-06-SVVPPP-COVR.Di,1,G TIER 2 CITY STORM WATER EROSION CONTROL HYDROSEEDING, PLANTING AND IRRIGATION 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING· A HYDROSEED/NG SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 8:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC v\l<\LL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT 2 AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST' a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCT/ON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT v\l<\RRANTS IMMEDIATE TREATMENT. B HYDROSEEDINGAREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. 1 ALL SLOPES THAT ARE GRADED 6.1 OR STEEPER AND THAT ARE a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND v\l<\TER/NG FROM QUICK COUPLERS/HOSE BIBS ORA CONVENTIONAL SYSTEM OF LOW PREC/PITA T/ON SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE v\l<\TERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE 2 AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEED/NG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM 3 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SO/LAT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1 SEED MIX SHALL CONSIST OF NO LESS THAN.· a. 20/bs. PERACREOFROSECLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. 3/bs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE OF ACH/LLEA MILLEFOLIA e. 3/bs PER ACRE OF AL YSSUM (CARPET OF SNOVV) f 112 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIAANDAPPLIED DRY EITHER BY DRILLING OR BROADCAS/NG BEFORE HYDROSEED/NG. i ALL SEED MA TE RIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WETT/NGAGENTS MAY BE ADDED TO THE HYOROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE TYPE 6 MULCH (STRAVV) MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED/NG: 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY ORA COMBINATION OF a. TRACK v\l<\LK/NG SLOPES STEEPER THAN 6:1. b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFF/C/ENTL Y FRIABLE. 2 AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST' a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E HYDROSEED/NGAREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS 3. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BYAN APPROPRIATE EROSION CONTROL MATTING MATERIALAPPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT ORAS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND IRRIGATION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK POLLUTION PREVENTION v ........ VICINITY MAP N.T.S. I ' PLAN (TIER 2 SWPPP) SHEET INDEX: SHEET 6.· TIER 2 SWPPP TITLE SHEET SHEET 7.· TIER 2 SWPPP EROSION CONTROL PLAN APN : 204-240-32-00 SITE ADDRESS: 295 JUNIPER AVENUE CARLSBAD, CA 92008 AREA OF DISTURBANCE AREA OF DISTURBANCE _ _,1""1 "'00"'3__ S. F (THIS AREA INCLUDES BUTIS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCT/ON WORKER FOOT TRAFFIC, SO/UGRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYvWIYS) CONSTRUCTION THREAT: CONSTRUCT/ON THREAT TO STORM vWI TER QUALITY (CHECK BOX): 181 HIGH □ MEDIUM OWNER/APPLICANT: NAME RREG INVESTMENTS SERIES, LLC SERIES 1038, A DELvWIRE LIMITED LIABILITY COMPANY ADDRESS.· 5315AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92008 TELEPHONE NO.: (949) 637-3254 EMERGENCY CONTACT: NAME KEVIN DUNN FOR: RINCON ESTATE GROUP ADDRESS:-5315AVENIDA ENCINAS, SUITE 220 CARLSBAD, CA 92008 TELEPHONE NO.: (949) 637-3254 OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST' (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCT/ON ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM vWI TER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCT/ON SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCT/ON ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. KEVIN DUNN FOR: RREG INVESTMENTS OWN~f.§J(.,Q,l(Jtf'IER'S AGENT NAME (PRINT) C I< ·.Q.~ t.l•iq F ,iii~ q l:F[)4 R4 DATE OWNER(S)I OWNER'S AGENT NAME (SIGNATURE) DATE BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control BMPs Sediment Control BMPs Tracking Non-Storm IM!ter IM!s/e Management and Materials Best Management Practice* (BMP) Description ➔ CASQA Designation ➔ Construction Activity j Gradina/Soil Disturbance J Trenchina/Excavation Stockoilina Drill inn IBorina j Concrete/Asohalt Sawcuttina J Concrete Flatwork / Pavina J Conduit/Pipe Installation Stucco/Mortar Work J Waste Disposal / Staainnllav Down Area Eauioment Maintenance and Fuelina / Hazardous Substance Use/Storaae Dewaterinq Site Access Across Dirt Other (list): Instructions: " .2 ---0 o-" " 0, -~§ -~ g, "·-"'., !l> •-ct~ "' -0 ::'-l; .,, "' " " 0, 0, ~ .s 0 0 "' ~ :§ "' "' .s "' " "' " e " "" ~ ~ Q) " -c:, 0, c:, "' " 0 ! " .,, :S .s; " -0 g. 0 :s e " ~ C!) UJ c:, Vi g. "" " -" ~ cl! ~ -vi ~ "It-f",.,. co 0, .., ~ ~ ~ ~ I I bj bj ✓ Control BMPs " " .,, § -~ 0, -~ " .s ]; CCl & t: ~ 0 .s i 0, " c,, re, e " 0 ., " c:, CCl "' ·-0, c-2 _E 0 -"" !i " ::, '€1 E ~ " '-" " ::, " -" e '-" ell .s e 6 ~ C!) c75g "'Q .2 ~ -" 0 2 2 --"' "' "' " "' " 0 ., 0 '-' 5, '-' ~~ .,, "' ., 0 ·"' "' ~ 3:: ~ (/) ~~ ·-.,, ij 0 -0, -o "' ..s "' "' .... "' <o " '"' 0 -"' I I I I I I bj bj bj bj bj bj I I f!:: f!:: ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. Management BMPs Pollution Control BMPs " " --2 --"' -~ .,, " ~ 0, 0 E " " .,, " ~ .9' 0 E 0:: .2 t: .9-" 0 " .,! -~ -s:::_ ::, t, 0, --~ c2" 0 " "' ., & ~ -~ .2 ~-~ " "' -" 0 --o-"' -"' .,, "' ~ .,, .; "' :::. " " " " 3t ~ "~ " " c:, :::, !i ~ " "' ., 0 "' §_~ 0 " " i~ ::, E " E E ~] i 0, ~~ ] "" '--0 ., -., t," o,~ ~ .£; % Qe ~ 0, ~ 0, 0 '-0 0, 0 "' " 0 -~ ID -~ § ., '-" :::: ~ .,, 0 <:,O oo ~o ~o -.c: " ~o ~ 0 :.:: § "' § " § " § ~ct cl:8 0 ~c3 0 -0 -6½-8 .g :::. 1:::. 8:::. ~:::. Q :::. "' :::. "' -.., " '"' -"' .., .... "' <o '"' 0) I I J, I I I I I I I I I "' "' "' i i i i i i i i a,: a,: a,: a,: ✓ ✓ v ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ 2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Storrnwater Quality Association (CASQA) designation number. or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. Choose one 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com I SH~ET I CITY OF CARl.SBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: GR 2021-0036 JUNIPER BEACH HOMES 295 JUNIPER AVENUE TIER 2 SVVPPP PUD 2021-0002 APPRO\IED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 OAlE OWN BY: PROJECT NO. CHKD BY; __ _ RVWD BY: MS 2021-0002 DRAWING NO. 533-?A PLSA 3459-01 DocuSign Envelope ID: F46EBBE0-7437-4A57-83DA-932256284A4F 6/10/2022 DocuSign Envelope ID: CD5BAAD9-653A-49D5-B11E-DFCA827225A9 AM (!) (!) (!) • 11 (!) 11 (!) • (!) 11 (!) 11 (!) .I 21 (!) (!) (!) I 25'MIN. I .... .,.,. : ::.;;;;.;;;;;.;--=:c---!_, -~•12"MIN. ~ PROFILE EXISTING GROUND DRIVE AISLE j 1B'MIN. T PLAN PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-i,v,\Y STABILIZED CONSTRUCTION ENTRANCE NO SCALE CJ) TIER ' .. ---· -' • ~,, C1 :--:,, IC• Q) • (!i :,:; ""i q ' U'\ LO uey•= U'\ •• Lil 0 A" jl~ I -:it,·•'\ f -1~$,I .·_. '~~_, ~ ~ I 2 STORM WATER POLLUTION " z 0 , 5 "' ~ ;g \ " re "' (I) " -" z ;:: "' < i ISD-KI "' -:ii ---;;--~~ EXISTING 2 STORY BUILDING CJ) 5 CJ) > PLAN VIEW -EROSION CONTROL PLAN 1. SET POSTS AND EXCAVATE A 4 BY4 IN (10 BY 10CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. ~--__.--;:::--~----_:~-..---/ ---;_,,.--~, ~--------, UC:~""-4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. 11 l1 1 1 1il/1 ~~ FILTER FABRIC if~ =~~ ~ -- SILT FENCE NO SCALE SCALE: 1" = 10' HORIZONTAL RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 1WO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAG DETAIL NO SCALE PREVENTION PLAN I' I ~\1 ~~ / LO \. , I l(l I " z q • (j z 8 • GRAVEL BAG ROW SPACING TABLE • GRADE INTERVAL LESS THAN 2% 100' 2% TO 4% 50' 4% TO 6% 40' 6% TO 8% 25' GRAVEL BAG CHEVRONS NO SCALE l " 'i ' ' ~ .. f,11 ., ;/; 0 ! l I I I I I "' 0 " "' ,r--..._ -;{H -s+ ,x- M -" "' ,...._ ..._ 1/(f' ..._ -..._ --- "' " "' "' "' ,,, 18 " ~ M :ll "! "' "' 'jl ~ 1 " -<ri "' -- )1!~ "~ "' <ri "' "' LEGEND SE-1, SILT FENCE SE-6, GRAVEL BAG TR-1, STABILIZED CONSTRUCT/ON ENTRANCE STREET SWEEPING AND VACUUMING PER SE-7 SCHEDULING PER EC-1 MATERIAL DELIVERY AND S10RAGE PER WM-1 MATERIAL USE MANAGEMENT PERWM-2 STOCKPILE MANAGEMENT PER WM-3 SPILL PREVENTION AND CONTROL PER WM-4 SOLID Vll'\STE MANAGEMENT PERWM-5 HAZARDOUS Vll'\STE MANAGEMENT PER WM-6 CONCRETE Vll'\STE MANAGEMENT PER WM-8 SANITARY I SEPTIC Vll'\STE MANAGEMENT PER WM-9 PAVING AND GRINDING OPERATIONS PER NS-3 VEHICLE AND EQUIPMENT CLEANING PER NS-8 SWPPPNOTES QUANTITY n n 430LF BOEA ~ 400 SF ~ I SCH I MUM CWM B PO 'IEC [II INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE-1 AND PER DETAJL THIS SHEEI 0 [II [II 0 No. 86542 xp. 03/31/ APPLY SOIL BINDERS AS NEEDED PER CA BMP HANDBOOK FACT SHEET EC-5 AND/OR 24 HOURS PRIOR TO FORECAST RAIN EVE NI INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET INSTALL GRAVEL BAG BERM PER CA BMP HANDBOOK FACT SHEET SE-6. INSTALL GRAVEL BAG CHEVRONS PER CA BMP HANDBOOK FACT SHEETSE-4 . PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com [SHffil CITY OF CARLSBAD I SHBEETS I l...Z_J ENGINEERING DEPARTMENT GRADING PLANS FOR: JUNIPER BEACH HOMES 295 JUNIPER AVENUE GR 2021-0036 PUD 2021-0002 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 3D 22 DA 1E OWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: MS 2021-0002 533-?A DocuSign Envelope ID: F46EBBE0-7437-4A57-83DA-932256284A4F 6/10/2022 DocuSign Envelope ID: CD5BAAD9-653A-49D5-B11E-DFCA827225A9 AM 11 I ~ ~I :li ~ • 11 11 • 11 • ~ IG ~ 11 ' ~ ' ,------... ' ' .I st 0 ,; 11 ~ 11 LEGEND PROPERTY BOUNDARY CENTERLINE OF ROAD ADJACENT PROPERTY LINE PUBLIC RIGHT-OF-W\Y ~ ~ ' ' -n l!s ;i; .. '° st LO II II~ ~~ "' "' "' ;i; . l8 °' !!!" "' \ "' " (f) (f) I I It (f) s: I ,n ' . '' J ~ ::, " " 15 LU 0 . lU O · .. • LU • 'f •. ... '--+..- ' ~ . . . • • ,,, I &s ' ._g . . . V 'J: _I· . ~. l.U . O· 1 . "' . 'Yi·t ~ . V , \ r · 11!1 1g \: LU . .-. \ 0 .. . . ;i; • \ ---------- J:L<\C11VE JOBSl3459-RINCON JUNIPERICIVILIDRAWINGIGRADING PLANSl3459-CV-GRAD-OS-BMPDWG "' z "' ~ z ci J 5 a, "' ~ "' f:! "' -"' :;,; oE- oE- '° x--- SD <O --~ I X "' " z "' "; X >-z > I S2 I a, X _ll, SD BLOCK WALL EXISTING 2 STORY BUILDING ,_ I "' I I ' _j( -,,--I -/ ( I ,, I ' -..._ --... ~ J -1 0<$" I I ... "' o«- /4 '° I • "' " I z ' " [] ., 0 '" "' .,----------"'-- ' '° "' -i,i EXISTING 2 STORY BUILDING PLAN VIEW-TRASH CAPTURE EXHIBIT SCALE: 1" = 10' "' "' " "' " ( ~ • JI • °' ~ "' " /°'~ □ .. 1@ti' ~(!) z "' -. ci ,-' =' ::, a, ~ 0 ~ ,_ "' "' <ri -"' "' " "-z "-;:: x "' - - ~ ~ "' " 0 "' ~ ~ • "' 'L " a::..}( ":JNOO •· i,! " t; "' " "' rj ~ z 0 (.) • • rj 8 I '=='==::::::;r"'~11· :g .. ~ ~ .,--_ 11----''1< K -s, > X -- '" -ti ill <ri ;., 20 30 SCALE: 1" = 10' . , PARTY RESPONSIBLE FOR MAINTENANCE: NAME RREG INVESMENT SERIES, LLC SERIES I039, A DELAWARE LIMITED LIABILITY COMPANY ADDRESS 5315AVENDIA ENCINAS SUITE 200 CARLSBAD CA9200B PHONE NO. (949)-637-3254 PLAN PREPARED BY: NAME BRYAN KNAPP COMPANY PLSA ENGINEERING ADDRESS 1911 SAN DIEGOAVENUNE SAN DIEGO CA92110 PHONE NO. {858} 259-8212 BMP NOTES: CONTACT KEVIN DUNN SIGNATURE CERTIFICATION ____ _ 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND/OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION. BMP CONSTRUCTION AND INSPECTION NOTES: THE EOWWILL VERIFY THAT PERMANENT BMPSARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION,ANDAT FINAL INSTALLATION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. TRASH CAPTURE BMP TABLE BMP ID# BMPTYPE SYMBOL CASQA NO. QUANTITY DRAWING NO. TRASH CAPTURE BMPs CD PIPE CONNECTOR Wj TC-50 1 EA. 533-7A SCREEN LOW IMPACT DESIGN (LI.D.) (J)-(J) ROOF DRAIN TO LANDSCAPING ofESS/ ~NORfij, _.,_ No. 86542 xp. 03/31/23 CIV\\_ OF C~\_ ~ "' "' • SD-11 4EA. 533-7A PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com SHEET NO.(S) INSPECTION MAINTENANCE FREQUENCY FREQUENCY 4 QUARTERLY AS NEEDED 4 ANNUALLY AS NEEDED "AS BUILT" RCE___ EXP _____ _ REVIEWED BY: REV. 512021 INSPECTOR DATE DATE 1-------l---+-----------+---+-----+---+-----I I SHBEET I CITY OF CARLSBAD I SHEBETS I ENGINEERING DEPARTMENT ;:;;S;;;:IN;:;G::;:LE;;;::::,;S:;;H;;;;jc;;;;p:,;:::;;;rTRAS;;;:::;:::;;;H;::::::;;CAP:;:;;:;Tt;;;;U;;;:RE;;;::::;;B;;:MP;;;:::::;;;Sl;;;;'tE;;;::::;;PLAN~,;:::==::::::: DA 1E INITIAL DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTIER APPROVAL CITY APPROVAL GR 2021-0036 JUNIPER BEACH HOMES 295 JUNIPER AVENUE SINGLE SHEET BMP PUD 2021-0002 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DA 1E DWN BY: PRO.ECT NO. CHKD BY: __ _ RVWD BY: MS 2021-0002 DRAWING NO. 533-?A PLSA 3459-01 DocuSign Envelope ID: F46EBBE0-7437-4A57-83DA-932256284A4F 6/10/2022